A review on utilization of industrial by-products in the production of controlled low strength materials and factors influencing the properties

Construction and Building Materials - Tập 325 - Trang 126704 - 2022
Mohammed Ibrahim1, Muhammed Kalimur Rahman1, Syed Khaja Najamuddin2, Zakaria Saleh Alhelal3, Carlos E. Acero4
1Applied Research Center for Metrology, Standards and Testing and Interdisciplinary Research Center for Construction and Building Materials, Research Institute, King Fahd University of Petroleum and Minerals, Dhahran 31261, Saudi Arabia
2Department of Civil and Environmental Engineering, King Fahd University of Petroleum and Minerals, Dhahran 31261, Saudi Arabia
3Inspection Department, Saudi Aramco, Saudi Arabia
4Civil & Structural Engineering Division, Consulting Services Department, Saudi Aramco, Saudi Arabia

Tài liệu tham khảo

ACI229, “Controlled low strength materials (ACI 229R-10),” Am. Concr. Institute, Farmingt. Hill, 2010. Alizadeh, 2014, Design and application of controlled low strength materials as a structural fill, Constr. Build. Mater., 53, 425, 10.1016/j.conbuildmat.2013.12.006 F. T. Najafi, M. Tia, W. Lovencin, A. Javed, H. Chaudry, and A. Abbas, “Use of accelerated flowable fill in pavement section. volume 1,” 2004. D. Trejo, K.J. Folliard, L. Du, “Sustainable development using controlled low-strength material,” in Proceedings of international workshop on sustainable development and concrete technology, 2004, pp. 231–250. Alizadeh, 2014, Rapid-Construction Technique for Bridge Abutments Using Controlled Low-Strength Materials, J. Perform. Constr. Facil., 28, 149, 10.1061/(ASCE)CF.1943-5509.0000412 S. C. Matthews, “Controlled low strength material for excavation backfill in roads,” 1992. Etxeberria, 2007, Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete, Cem. Concr. Res., 37, 735, 10.1016/j.cemconres.2007.02.002 Hwang, 2013, Enhancing the durability properties of concrete containing recycled aggregate by the use of pozzolanic materials, KSCE J. Civ. Eng., 17, 155, 10.1007/s12205-013-1245-5 Gabr, 2000, Controlled low-strength material using fly ash and AMD sludge, J. Hazard. Mater., 76, 251, 10.1016/S0304-3894(00)00202-8 Kuo, 2013, Engineering properties of controlled low-strength materials containing waste oyster shells, Constr. Build. Mater., 46, 128, 10.1016/j.conbuildmat.2013.04.020 Lachemi, 2008, Controlled low strength materials incorporating cement kiln dust from various sources, Cem. Concr. Compos., 30, 381, 10.1016/j.cemconcomp.2007.12.002 Lachemi, 2010, Properties of controlled low-strength materials incorporating cement kiln dust and slag, Cem. Concr. Compos., 32, 623, 10.1016/j.cemconcomp.2010.07.011 Do, 2016, Engineering properties of controlled low strength material (CLSM) incorporating red mud, Geo-Engineering, 7, 10.1186/s40703-016-0022-y Lee, 2013, Alkali-activated, cementless, controlled low-strength materials (CLSM) utilizing industrial by-products, Constr. Build. Mater., 49, 738, 10.1016/j.conbuildmat.2013.09.002 Naganathan, 2010, Effect of kaolin addition on the performance of controlled low-strength material using industrial waste incineration bottom ash, Waste Manag. Res., 28, 848, 10.1177/0734242X09355073 D. ASTM, “6103 (2004),” Stand. test method flow consistency Control. low-strength Mater. (CLSM), Am. Soc. Test. Mater., pp. 1–3. A. S. for T. and Materials, “Standard Test Methods for Bleeding of Concrete ASTM C232,” 1992. Yan, 2014, Development of controlled low-strength material derived from beneficial reuse of bottom ash and sediment for green construction, Constr. Build. Mater., 64, 201, 10.1016/j.conbuildmat.2014.04.087 A.M. Neville, “Properties of Concrete. (low-price ed.).” Pearson Education Asia Publication, England, Produced by Longman Malaysia, 2000. A.C. C.-08 on C. and C. Aggregates, Standard test method for time of setting of concrete mixtures by penetration resistance. ASTM International, 2008. D. (2010) ASTM, “Test Method for Density (Unit Weight), Yield, Cement Content, and Air Content (Gravimetric) of Controlled Low-Strength Material (CLSM).” ASTM International, doi: 10.1520/d6023-15. D. (2010) ASTM, “Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders.” ASTM International, doi: 10.1520/d4832-16. C. (2014) ASTM, “Test Method for Static Segregation of Self-Consolidating Concrete Using Column Technique.” {ASTM} International, doi: 10.1520/c1610_c1610m-21. C. (2014) ASTM, “Test Method for Ball Drop on Controlled Low Strength Material ({CLSM}) to Determine Suitability for Load Application.” {ASTM} International, doi: 10.1520/d6024-96. C. (2014) ASTM, “Test Method for Compressive Strength of Cylindrical Concrete Specimens.” {ASTM} International, doi: 10.1520/c0039_c0039m-01. ASTM, “ASTM D5334: Standard Test Method for Determination of Thermal Conductivity of Soil and Soft Rock by Thermal Needle Probe Procedure.” 2010. Do, 2018, Thermal conductivity of controlled low strength material (CLSM) under various degrees of saturation using a modified pressure plate extractor apparatus – A case study for geothermal systems, Appl. Therm. Eng., 143, 607, 10.1016/j.applthermaleng.2018.07.116 A.S. for T. and Materials, “ASTM C 150: Standard Specification for Portland Cement,” 2009. Du, 2002, Effects of Constituent Materials and Quantities on Water Demand and Compressive Strength of Controlled Low-Strength Material, J. Mater. Civ. Eng., 14, 485, 10.1061/(ASCE)0899-1561(2002)14:6(485) Katz, 2004, Utilization of industrial by-products for the production of controlled low strength materials (CLSM), Waste Manag., 24, 501, 10.1016/S0956-053X(03)00134-X Pierce, 2003, Potential of scrap tire rubber as lightweight aggregate in flowable fill, Waste Manag., 23, 197, 10.1016/S0956-053X(02)00160-5 Swan, 2007 Manh Do, 2019, Development of a new cementless binder for controlled low strength material (CLSM) using entirely by-products, Constr. Build. Mater., 206, 576, 10.1016/j.conbuildmat.2019.02.088 Ran, 2016, Preparation and properties of rapid hardening flowable backfill material containing construction waste, Highway, 3, 190 Jamali, 2015, Performance assessment of cementless controlled Low-Strength material (CLSM) utilizing coal ashes, Jordan J. Civ. Eng., 9, 102 Kim, 2016, Utilization of excavated soil in coal ash-based controlled low strength material (CLSM), Constr. Build. Mater., 124, 598, 10.1016/j.conbuildmat.2016.07.053 Razak, 2009, Performance appraisal of industrial waste incineration bottom ash as controlled low-strength material, J. Hazard. Mater., 172, 862, 10.1016/j.jhazmat.2009.07.070 M. Uchibagle and B. R. R. Lal, Flow and Strength Characteristics of CLSM Using Gypsum Dry Wall. Springer Singapore. T. M. Do, Y. S. Kim, G. O. Kang, M. Q. Dang, and T. Q. Tran, “Thermal conductivity of controlled low strength material (CLSM) made entirely from by-products,” Key Eng. Mater., vol. 773 KEM, pp. 244–248, 2018, doi: 10.4028/www.scientific.net/KEM.773.244. Kim, 2012, Engineering characteristics of light-weight foamed clsm using coal ash according to final mixing time and dilution ratio, Proc. Int. Offshore Polar Eng. Conf., 4, 587 T. Manh Do, Y. Sang Kim, B. Cheol Ryu, “Improvement of engineering properties of pond ash based CLSM with cementless binder and artificial aggregates made of bauxite residue,” Int. J. Geo-Engineering, vol. 6, no. 1, pp. 1–10, 2015, doi: 10.1186/s40703-015-0008-1. Lini Dev, 2015, Pond Ash Based Controlled Low Strength Flowable Fills for Geotechnical Engineering Applications, Int. J. Geosynth. Gr. Eng., 1, 1 K. L. Dev and R. G. Robinson, “Cyclic Behaviour of Pond Ash-Based Controlled Low Strength Material,” 2020, pp. 609–621. Bouzalakos, 2013, Formulating and optimising the compressive strength of controlled low-strength materials containing mine tailings by mixture design and response surface methods, Miner. Eng., 53, 48, 10.1016/j.mineng.2013.07.007 Kim, 2016, Recycling of arsenic-rich mine tailings in controlled low-strength materials, J. Clean. Prod., 118, 151, 10.1016/j.jclepro.2016.01.047 Nataraja, 2008, Performance of industrial by-products in controlled low-strength materials (CLSM), Waste Manag., 28, 1168, 10.1016/j.wasman.2007.03.030 Deng, 2008, Geotechnical and leaching properties of flowable fill incorporating waste foundry sand, Waste Manag., 28, 2161, 10.1016/j.wasman.2007.09.018 Raghavendra, 2015, Engineering properties of controlled low strength materials using flyash and waste gypsum wall boards, Constr. Build. Mater., 101, 548, 10.1016/j.conbuildmat.2015.10.070 Huang, 2016, Engineering properties of controlled low strength desulfurization slags (CLSDS), Constr. Build. Mater., 115, 6, 10.1016/j.conbuildmat.2016.03.138 Wang, 2013, A study of the fresh properties of controlled low-strength rubber lightweight aggregate concrete (CLSRLC), Constr. Build. Mater., 41, 526, 10.1016/j.conbuildmat.2012.11.113 Cheung, 2008, “Engineering Controlled Low Strength Materials Using Scrap Tire Rubber”, GeoCongress 2008, American Society of Civil Engineers T.R. Ohlheiser, “Utilization of Recycled Glass as Aggregate in Controlled Low-Strength Material (CLSM),” The Design and Application of Controlled Low-Strength Materials (Flowable Fill). ASTM International, pp. 60–65, 1998, doi: 10.1520/stp13062s. Her-Yung, 2009, A study of the engineering properties of waste LCD glass applied to controlled low strength materials concrete, Constr. Build. Mater., 23, 2127, 10.1016/j.conbuildmat.2008.12.012 Naik, 2001, Use of glass and fly ash in manufacture of controlled low strength materials, Spec. Publ., 200, 349 Azmi, 2016, Production of Controlled Low Strength Material Utilizing Waste Paper Sludge Ash and Recycled Aggregate Concrete, MATEC Web Conf., 47, 01011, 10.1051/matecconf/20164701011 Wu, 2010, Optimum content of copper slag as a fine aggregate in high strength concrete, Mater. Des., 31, 2878, 10.1016/j.matdes.2009.12.037 Lim, 2017, Utilization of high carbon fly ash and copper slag in electrically conductive controlled low strength material, Constr. Build. Mater., 157, 42, 10.1016/j.conbuildmat.2017.09.071 “No Title,” doi: K. Lini Dev and R. G. Robinson, Cyclic Behaviour of Pond Ash-Based Controlled Low Strength Material, M. Latha Gali and R. R. P. (eds.), Geotechnical Characterization and Modelling, Lecture Notes in Civil Engineering 85, https://doi.org/10.1007/978-981-15-6086-6_50, 2020. Türkel, 2007, Strength properties of fly ash based controlled low strength materials, J. Hazard. Mater., 147, 1015, 10.1016/j.jhazmat.2007.01.132 B. K. Das, S. K. Das, and B. G. Mohapatra, “Red Mud as a Controlled Low Strength Material,” Recent Developments in Sustainable Infrastructure. Springer Singapore, pp. 831–840, 2020, doi: 10.1007/978-981-15-4577-1_70. W.-T. Lin, T.-L. Weng, A. Cheng, S.-J. Chao, and H.-M. Hsu, “Properties of Controlled Low Strength Material with Circulating Fluidized Bed Combustion Ash and Recycled Aggregates,” Mater. (Basel, Switzerland), vol. 11, no. 5, p. 715, May 2018, doi: 10.3390/ma11050715. Achtemichuk, 2009, The utilization of recycled concrete aggregate to produce controlled low-strength materials without using Portland cement, Cem. Concr. Compos., 31, 564, 10.1016/j.cemconcomp.2008.12.011 J. Zhang, J. Wang, X. Li, T. Zhou, and Y. Guo, “Rapid-hardening controlled low strength materials made of recycled fine aggregate from construction and demolition waste,” Constr. Build. Mater., vol. 173, pp. 81–89, 2018. Etxeberria, 2013, Use of recycled fine aggregates for Control Low Strength Materials (CLSMs) production, Constr. Build. Mater., 44, 142, 10.1016/j.conbuildmat.2013.02.059 Kim, 2020, Development of thermally enhanced controlled low-strength material incorporating different types of steel-making slag for ground-source heat pump system, Renew. Energy, 150, 116, 10.1016/j.renene.2019.12.129 Gemperline, 2012, “Beneficial use of recycled materials in controlled low strength materials”, in ICPTT, Better Pipeline Infrastructure for a Better Life, 2013, 1305 Wang, 2018, A novel type of controlled low strength material derived from alum sludge and green materials, Constr. Build. Mater., 165, 792, 10.1016/j.conbuildmat.2018.01.078 Ismail, 2013, Sustainable Aggregates: The Potential and Challenge for Natural Resources Conservation, Procedia - Soc. Behav. Sci., 101, 100, 10.1016/j.sbspro.2013.07.183 Katz, 2003, Properties of concrete made with recycled aggregate from partially hydrated old concrete, Cem. Concr. Res., 33, 703, 10.1016/S0008-8846(02)01033-5 Butler, 2011, The effect of recycled concrete aggregate properties on the bond strength between RCA concrete and steel reinforcement, Cem. Concr. Res., 41, 1037, 10.1016/j.cemconres.2011.06.004 Silva, 2016, Establishing a relationship between modulus of elasticity and compressive strength of recycled aggregate concrete, J. Clean. Prod., 112, 2171, 10.1016/j.jclepro.2015.10.064 Medina, 2014, Influence of mixed recycled aggregate on the physical – mechanical properties of recycled concrete, J. Clean. Prod., 68, 216, 10.1016/j.jclepro.2014.01.002 H. Qasrawi, I. Marie, and H. Tantawi, “Use of recycled concrete rubbles as coarse aggregate in concrete,” 2012. Bravo, 2015, Mechanical performance of concrete made with aggregates from construction and demolition waste recycling plants, J. Clean. Prod., 99, 59, 10.1016/j.jclepro.2015.03.012 Ozbakkaloglu, 2018, Mechanical and Durability Properties of Recycled Aggregate Concrete: Effect of Recycled Aggregate Properties and Content, J. Mater. Civ. Eng., 30, 4017275, 10.1061/(ASCE)MT.1943-5533.0002142 Fathifazl, 2011, Creep and drying shrinkage characteristics of concrete produced with coarse recycled concrete aggregate, Cem. Concr. Compos., 33, 1026, 10.1016/j.cemconcomp.2011.08.004 Limbachiya, 2000, Use of recycled concrete aggregate in high-strength concrete, Mater. Struct., 33, 574, 10.1007/BF02480538 J. P. Lee, S. T., Moon, H. Y., Swamy, R. N., Kim, S. S., & Kim, “Sulfate Attack of Mortars Containing Recycled Fine Aggregates,” ACI Mater. J., vol. 102, no. 4, 2005, doi: 10.14359/14614. Tu, 2006, Properties of HPC with recycled aggregates, Cem. Concr. Res., 36, 943, 10.1016/j.cemconres.2005.11.022 A. Shayan, A., & Xu, “Performance and Properties of Structural Concrete Made with Recycled Concrete Aggregate,” ACI Mater. J., vol. 100, no. 5, 2003, doi: 10.14359/12812. Lam, 2000, Degree of hydration and gel/space ratio of high-volume fly ash/cement systems, Cem. Concr. Res., 30, 747, 10.1016/S0008-8846(00)00213-1 Härdtl, 1997, “The Pozzolanic Reaction of Fly Ash in Connection with different Types of Cement,[in:] Proc. 10th Int”, in Congress on the Chemistry of Cement, Gothenburg, 3 Lumley, 1996, Degrees of reaction of the slag in some blends with Portland cements, Cem. Concr. Res., 26, 139, 10.1016/0008-8846(95)00190-5 Liao, 2019, Hydration of Binary Portland Cement Blends Containing Silica Fume: A Decoupling Method to Estimate Degrees of Hydration and Pozzolanic Reaction, Front. Mater., 6, 10.3389/fmats.2019.00078 Feng, 2004, Study on the pozzolanic properties of rice husk ash by hydrochloric acid pretreatment, Cem. Concr. Res., 34, 521, 10.1016/j.cemconres.2003.09.005 Xie, 2019, Hydration And Microstructure Of Astm Type I Cement Paste, Sci. Eng. Compos. Mater., 26, 215, 10.1515/secm-2019-0004 Fatemi, 2016, Performance evaluation of recycled asphalt mixtures by construction and demolition waste materials, Constr. Build. Mater., 120, 450, 10.1016/j.conbuildmat.2016.05.117 Moretti, 2016, Joint use of construction waste (CW) and sugarcane bagasse ash sand (SBAS) in concrete, Constr. Build. Mater., 113, 317, 10.1016/j.conbuildmat.2016.03.062 Dantas, 2013, Prediction of compressive strength of concrete containing construction and demolition waste using artificial neural networks, Constr. Build. Mater., 38, 717, 10.1016/j.conbuildmat.2012.09.026 Özalp, 2016, Effects of recycled aggregates from construction and demolition wastes on mechanical and permeability properties of paving stone, kerb and concrete pipes, Constr. Build. Mater., 110, 17, 10.1016/j.conbuildmat.2016.01.030 Zhu, 2012, Investigation of asphalt mixture containing demolition waste obtained from earthquake-damaged buildings, Constr. Build. Mater., 29, 466, 10.1016/j.conbuildmat.2011.09.023 Delongui, 2018, Construction and demolition waste parameters for rational pavement design, Constr. Build. Mater., 168, 105, 10.1016/j.conbuildmat.2018.02.086 Robayo, 2016, Alternative cements based on alkali-activated red clay brick waste, Constr. Build. Mater., 128, 163, 10.1016/j.conbuildmat.2016.10.023 Contreras, 2016, Recycling of construction and demolition waste for producing new construction material (Brazil case-study), Constr. Build. Mater., 123, 594, 10.1016/j.conbuildmat.2016.07.044 Z. MIAO, W. LIU, L. LIN, and G. TIAN, “Study on the production of thermal insulation block using construction waste as aggregate,” New Build. Mater., vol. 3, 2010.